含苯并三唑废水处理方法探讨

含苯并三唑废水是一类常规方法不能处理的化工废水,需要探讨有效的处理方法。在纳米科技理论指导下,以纳米微粒的吸附特性为切入点,确立了纳米微粒与无机高分子混凝剂最佳混凝形态之间联系的纽带。围绕混凝作用进行了纳米粉体材料混凝试验、无机高分子混凝剂混凝试验和电凝聚试验。结果发现,应用电凝聚法能有效去除废水中由苯并三唑产生的COD,从而成功地探索出有效处理含苯并三唑废水的方法。     

装涂油漆废水的处理工艺研究

在对微电解、H₂O₂氧化机理研究的基础上,对装涂油漆废水提出利用微电解-化学氧化法处理的方案,通过实验确定出最佳的微电解反应条件及氧化条件。实验结果表明,该方法可使原水的ρ(COD_cr)从4 000 mg/L降至100 mg/L,废水的COD_cr去除率>95%,出水达到排放标准。本研究对微电解方案存在的问题进行了分析,并提出部分解决措施。     

改性红辉沸石去除水溶液中Cr^6＋的性能研究

采用化学共沉淀法将天然红辉沸石与铝镁改性剂合成,制备了改性红辉沸石,并用改性红辉沸石对摸拟含重金属Cr^6＋的废水进行了实验研究。探讨了改性剂用量、活化温度及活化时间等因素对除Cr^6＋效果的影响。实验结果表明：改性时红辉沸石、氯化镁、氯化铝三者质量比为2∶1∶1,处理100mL含Cr^6＋废水时活化温度240℃,活化时间1h,废水含Cr^6＋100mg/L时,Cr^6＋去除率为99.2%。     

利用13X沸石分子筛净化含Pb~(2+)废水的实验研究

采用静态间歇法 ,实验研究了含Pb2 +废水的 pH值及吸附时间对 13X沸石分子筛吸附Pb2 +性能的影响 ,得出了最佳去除效果的优化条件为 :废水的 pH值接近中性 ,吸附时间 10min。通过吸附实验 ,确定了在Pb2 +初始浓度为 2 0mg/L的条件下 ,13X沸石对Pb2 +的吸附量为 2 1 4 2mg/g ,即每克沸石净化含Pb2 +废水的最大体积量约为 75 0mL。解析实验表明 ,加入沉淀剂 ,浓缩洗脱液中的Pb2 +即以PbS的形式生成沉淀 ,为回收金属铅提供了可能 ;13X沸石在循环使用 5次的条件下 ,对废水中Pb2 +的吸附率仍高达 98% ,重复使用性能良好。经处理后的净化水中Pb2 +的浓度小于 0 4mg/L ,显著低于国家废水排放标准GB8978 88的指标 ( 1 0mg/L)。 13X沸石对Pb2 +的主要吸附形式是离子交换和表面络合反应。     

电-Fenton法处理苯酚废水影响因素的研究

采用电-Fenton法对含苯酚废水进行处理,以石墨为阴极、铁为阳极,并向阴极不断通入空气,电解过程产生的H2O2与阳极溶解的Fe^2＋形成Fenton试剂,Fenton试剂在电解过程中产生大量活性羟基自由基,能够很好地氧化降解废水中的苯酚。实验结果表明：影响苯酚去除率的因素主次顺序为pH值、电解质浓度、电解电压、电解时间、进水苯酚浓度。单因素分析得出电-Fenton法处理苯酚模拟废水的最优反应条件：pH值控制在2左右,反应时间为60min,电解电压选10V,Na2SO4的浓度为30g／L,进水苯酚浓度为150mg／L。在最优条件下苯酚的去除率为82％。     

13X沸石处理含赖氨酸废水的实验研究

用合成的13X沸石对废水中氨基酸(赖氨酸)进行静态吸附实验,研究了pH、温度、吸附时间、沸石用量等对吸附率的影响,结果表明,室温下沸石对赖氨酸的吸附平衡时间为30min,pH=pKa1=2.2时,赖氨酸在沸石上的吸附效果最好,吸附率大于82%,饱和吸附量达51.73mg.g-1。吸附等温线近似呈直线型,表明离子交换机制是沸石吸附氨基酸的主要方式。对已饱和吸附的沸石用饱和氯化钠溶液进行再生实验,赖氨酸的解吸率大于95%,沸石可重复使用。实验研究表明可用13X分子筛处理含氨基酸废水,为实际处理含氨基酸废水提供了可行性依据。     

活性炭吸附法处理含铀放射性废水

研究了活性炭吸附法处理含铀放射性废水的最佳条件。试验结果表明,活性炭具有良好的除铀效果,在所选择的条件下,活性炭吸附法对铀的去除率≥96%,同时对重金属铬、镉、铅、铜也有一定的吸附作用。用活性炭吸附法除铀,方法简单,除铀率高,特别适合实验室含铀废水的处理。     

炉渣处理含磷废水的实验研究

以炉渣作为吸附剂，用静态吸附实验方法研究了炉渣对模拟含磷废水脱磷的一般规律，结果表明，炉渣是一种有效的吸附剂，对废水中的磷有较强的吸附去除性能。影响炉渣除磷的主要因素有吸附时间、炉渣用量、pH值和原水含磷浓度。在含磷浓度2～13mg／L、炉渣用量5g／L、中性、吸附时间为2h的实验条件下，磷的去除率可高达99％以上。     

铝钛柱撑改性膨润土处理两种模拟废水的实验研究

以钠基膨润土为原料制备了铝钛无机柱撑、铝钛有机柱撑改性膨润土，确定了改性膨润土的最佳铝钛比和铝土比，并将其应用于模拟废水、化学实验室废水的处理。与原土进行比较，探讨了用量、pH值、搅拌时间等对COD去除率、色度去除率、浊度去除率的影响，通过正交实验对实验条件进行了优化。结果表明：有机柱撑改性膨润土、无机柱撑改性膨润土对废水的处理效果均明显好于原土，对废水色度、浊度的去除率均大于93％；对废水COD的去除效果，有机柱撑改性膨润土比无机柱撑改性膨润土有较大提高，去除率最高达66．31％，结果令人满意。     

GT-铁氧体法处理含铬废水实验研究

通过实验研究,确定了ＧＴ－铁氧体法处理电镀含铬废水的各种工艺条件,按照该工艺提供的工艺参数处理电镀含铬废水,可以使处理后的排水中的铬含量达到排放标准。     

污水土地处理技术与污水资源化

土地处理作为一种生态处理技术以其设备简单、投资少、操作管理方便、能耗低 ,以及净化效果良好而具有广阔的发展前景。文中系统总结了污水土地处理系统国内外研究现状 ,结合当前中国城市供、排水以及用水的特点 ,提出了在城市水循环中应用土地处理技术 ,实现污水资源化的三个方向 :城镇居民区生活污水资源化、城市污水土地处理资源化、微污染原水给水预处理。其中 ,城镇居民区生活污水资源化所采用的砂滤系统及湿地系统 ,存在的主要问题是水力负荷低、处理能力低。如何解决这一问题是一个具有实用意义的研究方向。城市污水集中土地处理所采用的技术目前已经比较成熟 ,存在的问题是占地面积太大。因此必须根据各地区的实际情况 ,因地制宜地选用。应用土地处理技术进行微污染给水预处理是一个新的研究方向 ,它为解决生物预处理技术所不能解决的Ames试验阳性提供了可能 ,同时也不失为一种廉价有效的方法。     

Experimental Study on Treatment of High-concentrated Sulfur Wastewater by Process of Depositing Natrojarosite and Its Environmental Significance

High-concentrated sulfur wastewater with sodium and COD （chemical oxygen demand） up to 26000 mg/L from a chemical plant, Jiangsu Province of China has been treated by deposition of natrojarosite in lab. The results indicated that the COD of the wastewater was decreased sharply from 26000 mg/L to 1001 mg/L, with removal rate of COD up to 96% by twice precipitations of natrojarosite and twice oxidation of H202. The treated sulfur wastewater reached the requirement of subsequent biochemical treatment to water quality. The optimal operational parameters should be controlled on pH value between 2.50 and 3.20 and 50 g FeCly6H2O solid added in per liter wastewater. The study provided an experimental basis for pretreatment of high-concentrated sulfur wastewater and proposed a new mineralogical method on treatment of other wastewaters. Depositing process of jarosite and its analogs should be able to be used to treat wastewater from mine and other industries to remove S, Fe and other toxic and harmful elements, such as As, Cr, Hg, Pb, etc. in the water.     

土体密实状态对土-水特征曲线影响规律研究

土-水特征曲线（SWCC）是非饱和土力学中的一个重要概念。在众多影响土-水特征曲线的因素中,土体密实状态（文中用孔隙比表示）的影响最为常见并且十分重要。以毛细管模型和Childs（1950年）提出的统计学假定为基础,分析了孔隙比发生改变时土-水特征曲线上的点的变化规律,并以此为基础提出了一种以两条已知初始孔隙比的土-水特征曲线为基准,预测具有任意初始孔隙比土体的土-水特征曲线的计算方法。通过与试验结果对比,验证了该方法的合理性。由于测量土-水特征曲线比较费时,利用该方法预测具有不同孔隙比的土-水特征曲线,可减少试验测量的工作量,从而使土-水特征曲线在实际应用中更加方便、实用。     

Drinking water production from surface water sources in the tropics: Brasília DF,Brazil

Drinking water production at three waterworks was evaluated with respect to variable weather conditions in the Brasília Distrito Federal. Results of the investigation revealed that seasonal variations in rainfall play an important role in influencing the quality of the surface water sources used for drinking water production in the district. In most surface sources, particles and apparent colour are likely to originate from erosion during rain events. This represents the primary challenge facing waterworks, notably when the raw water qualities of the sources to be treated at one facility differ by one order of magnitude, as well significantly varying from one season to the next. Treatment efficiencies in terms of turbidity, apparent colour and dissolved organic carbon (DOC) removal were evaluated. Drinking water quality was found to be significantly influenced by raw water quality at all considered treatment plants. With regard to DOC removal, treatment was most efficient in waterworks which treated raw water with high percentages of biopolymers and humics. Most dissolved organics were removed by coagulation. Finally, conclusions are drawn on how to better cope with challenges facing drinking water production in a tropical climate. The first of these recommendations is the introduction of online turbidity and dissolved organic matter monitoring in order to optimise the coagulation process for the removal of these two parameters. A combination of different coagulants could also be considered for this process. Additional more sophisticated improvements to process stability, such as determination of floc characteristics, introduction of artificial neural networks or the eventual upgrade of the treatment train using membrane filtration, are also suggested.     

壳聚糖和PDMDAAC改性膨润土用于处理含油废水的研究

含油废水污染范围广,对人类和生态环境危害大。采用常规方法(如浮选法、絮凝法、电化学法、膜分离法和生物法)处理的除油率不高于91%,成本较高,因此急需开发一种高效低廉的吸附剂。膨润土是一种优良的吸附剂,但用其直接处理含油废水的效果较低。本文选用壳聚糖和PDMDAAC两种有机物作为改性剂,对钠基膨润土改性,使膨润土能有效地处理含油废水。通过实验比较了两种有机改性膨润土处理含油废水的最佳去除条件,探讨了表征对其吸附性能的影响。去油效果结果表明:壳聚糖改性膨润土的除油率可达87.8%,PDMDAAC改性膨润土的除油率可达89.3%,处理所需时间少于15 min;除油效率和处理时间都优于常规方法。吸附性能表征结果显示,两种改性剂均以负载的方式和钠基膨润土颗粒结合,吸附性能良好;相比而言,PDMDAAC改性膨润土的处理效果比壳聚糖改性膨润土更好。PDMDAAC应用于含油废水的处理,具有成本低、效率高、操作简单的特点,在含油废水处理领域具有较好的应用前景。     

Fe2O3对13X沸石分子筛合成条件及性能的影响研究

对江苏丰县的富钾页岩进行预处理,得到不同Fe2O3 质量分数的钾长石粉体原料FXY1、FXY2,经中温焙烧得到偏铝硅酸盐前体化合物,水热晶化合成了13X沸石分子筛。采用正交实验法,确定了水热晶化反应的优化工艺条件,原料中Fe2O3 质量分数的不同导致水热晶化反应的工艺参数有所不同。合成的两种沸石的性能与13X沸石分子筛的工业产品相似,吸附量均达到国家化学工业产品标准HG/T 2690 95的要求。对比实验表明,原料中Fe2O3 质量分数的降低可使其在更宽的碱度范围内合成性能更优的13X沸石产品。由低Fe2O3 质量分数的FXY2为原料合成的沸石,其物相纯度、热稳定性、白度、比表面积、吸附性等性质更优。合成沸石均可用于对含重金属离子废水的深度净化处理,由FXY2为原料合成的13X沸石还可用作洗涤助剂。     

Chemical oxygen demand fractions of municipal wastewater for modeling of wastewater treatment

When a new wastewater treatment plant is being designed by computer simulation, detailed data about organic fractions of influent wastewater (measured as chemical oxygen demand) are usually not available, but knowledge of the typical ranges of these fractions is indispensable. The influent chemical oxygen demand fractions can substantially influence the results of simulation-based design such as reactor volumes, solids residence time, effluent quality, oxygen demand, sludge production, etc. This article attempts to give an overview of wastewater organic fractions as modeling parameters and presents new chemical oxygen demand fractionation results from Hungary. According to the data from literature, the ratio of chemical oxygen demand components in raw wastewater is very different and the average composition is as follows: Inert particulate =17.1 %, slowly biodegradable = 57.9 %, inert soluble = 7.8 % and readily biodegradable = 17.5 %. The Hungarian wastewater samples were analyzed according to STOWA (Dutch foundation for applied water research) protocol and the obtained results were not much different from those of literature ( inert particulate = 23.7 %, slowly biodegradable = 49.8 %, inert soluble = 4.6 % and readily biodegradable = 21.9 %), but some typical characteristics were observed.     

Isolation and application of a wild strain photosynthetic bacterium to environmental waste management

A new photosynthetic bacterium isolate was morphologically identified as a non-motile rod-shape gram-negative bacterium. It produced a dark red culture under phototrophic condition, reproduced by budding and formed a lamellar intracytoplasmic membrane system parallel to cytoplasmic membrane, which contained bacteriochlorophyll a and caratenoids. It’s physiological and nutrient requirement tests gave indication that the isolate thrived and multiplied in varied environmental conditions. It was consequently named Z08 and identified as Rhodobacter sphaeroides by 16SrDNA. Adaptation of Z08 to biodegradation of two environmentally concerned wastewaters, i.e. soybean and pharmaceutical wastewaters, attested its potential in wastewater bioremediation. Z08 adaptation in a suspended batch photobioreactor treating pharmaceutical wastewater at 3500lx radiation recorded best result after wastewater dilution of 1:4 with concomitant chemical oxygen demand reduction, biomass yield and specific growth of 50 %, 780 mg/L and 0.015/h, respectively at the lowest hydraulic retention time of three days. Furthermore, gas chromatography mass spectra analyses of treated and raw pharmaceutical wastewater indicated that high molecular weight recalcitrant compounds found in the pharmaceutical wastewater were transformed to less toxic and acceptable lower molecular weight substances through biodegradation. Whilst Z08 treatment of soybean wastewater under natural light intensity radiation recorded 80 % reduction, 1540 mg/L and 0.025/h for chemical oxygen demand, biomass and specific growth rate respectively regardless of the food to microorganism ratio. This preliminary investigation showed that isolate Z08 has some toxic tolerance level which could detoxify refractory substances with great potential for cell protein recovery in high organic strength wastewater. Therefore, strain Z08 could be employed in biodegradation of contaminated wastewater streams.     

打设排水板后饱和软黏土中打桩引起的孔隙水压力分布及消散规律

通过池州电厂预制桩现场试验,介绍了在打设塑料排水板后,饱和软黏土中打桩引起的土体超静孔隙水压力分布及消散规律,分析了影响土体超静孔隙水压力分布和消散的影响因素。试验结果表明,饱和软黏土中预制桩施工桩距宜大于 3 m,时间间隔为6～8 h,预制桩施工的控制参数为超静孔隙水压力与上覆土体有效自重之比不大于1。